EFFECTS OF GROUND WATER TABLE AND GROUND INCLINATION ON TRAIN INDUCED GROUND-BORNE VIBRATIONS

Volume: 9 Number: 4 December 1, 2019
  • C. Bayındır
EN

EFFECTS OF GROUND WATER TABLE AND GROUND INCLINATION ON TRAIN INDUCED GROUND-BORNE VIBRATIONS

Abstract

Passage of the train wheels induces ground-borne vibrations at the railwheel interface, where the main contribution is due to the axle loads moving on irregular track and wheel interface. These vibrations can cause problems such as the compaction and settlement of the foundation soil of the structures nearby, liquefaction of the soil or discomfort of people, just to name a few. Therefore predicting and controlling such phenomena is critically important for the design and operation of the railways. These vibrations are modeled using many di erent methods existing in the literature. In this paper we analyze the e ects of groundwater depth and ground inclination angle on those vibrations using a random vibration model, where the elastic rail-soil system is modeled as a Winkler foundation. We examine the e ects of changing fully saturated groundwater levels and changing ground inclination angles on such vibrations. We relate the groundwater depth and ground inclination angle parameters with the sti ness of the Winkler model using Terzaghi's, Vesic's and Bowles's bearing capacity formulas. The common 5-axle and the 6-axle tram load con gurations and di erent train speeds of 30 km/hr, 40 km/hr, 50 km/hr are used in our implemented model. It is shown that the decrease in groundwater depth and/or higher ground inclination angle can signi cantly change the peak and rms vibration velocity and acceleration levels, both for the 5-axle and 6-axle con gurations and all three di erent train speeds. We present exponential and exponential-trigonometric t curves to the results of the implemented random vibration model, which can be used to model the approximate changes in the ground-borne vibration velocity and acceleration levels due to di erent groundwater depth and diferent ground inclination angles. We also discuss our results and their applicability.

Keywords

References

  1. Forrest, J. A. and Hunt, H. E. M., (2006), A three-dimensional tunnel model for calculation of train- induced ground vibration, Journal of Sound and Vibration, 294, 4, pp. 678-705.
  2. Forrest, J. A. and Hunt, H. E. M., (2006), Ground vibration generated by trains in underground tunnels, Journal of Sound and Vibration, 294, 4, pp. 706-736.
  3. Bayındır, C., Kesten, A. S. and Etminan, E., (2018), A Theoretical Method for the Investigation of the Effects of Soil Improvement on Train Induced Ground-Borne Vibrations, 13th International
  4. Conference on Advances in Civil Engineering, Izmir, Turkey. Sheng, X., Jones, C. J. C. and Petyt, M., (1999), Ground vibration generated by a harmonic load acting on a railway track, Journal of Sound and Vibration, 225, 1, pp. 3-28.
  5. Sheng, X., Jones, C. J. C. and Petyt, M., (1999), Ground vibration generated by a load moving along a railway track, Journal of Sound and Vibration, 228, 1, pp. 129-156.
  6. Jones, C. J. C., Sheng, X. and Petyt, M., (2000), Simulations of ground vibration from a moving harmonic load on a railway track, Journal of Sound and Vibration, 231, 3, pp. 739-751.
  7. Bayındır, C., (2018), Efficient Sensing of Ground-Borne Vibrations Induced by Pile Driving using
  8. Compressive Sampling, Researchgate Preprint 10.13140/RG.2.2.16837.09444.

Details

Primary Language

English

Subjects

-

Journal Section

-

Authors

C. Bayındır This is me

Publication Date

December 1, 2019

Submission Date

-

Acceptance Date

-

Published in Issue

Year 2019 Volume: 9 Number: 4

APA
Bayındır, C. (2019). EFFECTS OF GROUND WATER TABLE AND GROUND INCLINATION ON TRAIN INDUCED GROUND-BORNE VIBRATIONS. TWMS Journal of Applied and Engineering Mathematics, 9(4), 735-746. https://izlik.org/JA67SP64MA
AMA
1.Bayındır C. EFFECTS OF GROUND WATER TABLE AND GROUND INCLINATION ON TRAIN INDUCED GROUND-BORNE VIBRATIONS. JAEM. 2019;9(4):735-746. https://izlik.org/JA67SP64MA
Chicago
Bayındır, C. 2019. “EFFECTS OF GROUND WATER TABLE AND GROUND INCLINATION ON TRAIN INDUCED GROUND-BORNE VIBRATIONS”. TWMS Journal of Applied and Engineering Mathematics 9 (4): 735-46. https://izlik.org/JA67SP64MA.
EndNote
Bayındır C (December 1, 2019) EFFECTS OF GROUND WATER TABLE AND GROUND INCLINATION ON TRAIN INDUCED GROUND-BORNE VIBRATIONS. TWMS Journal of Applied and Engineering Mathematics 9 4 735–746.
IEEE
[1]C. Bayındır, “EFFECTS OF GROUND WATER TABLE AND GROUND INCLINATION ON TRAIN INDUCED GROUND-BORNE VIBRATIONS”, JAEM, vol. 9, no. 4, pp. 735–746, Dec. 2019, [Online]. Available: https://izlik.org/JA67SP64MA
ISNAD
Bayındır, C. “EFFECTS OF GROUND WATER TABLE AND GROUND INCLINATION ON TRAIN INDUCED GROUND-BORNE VIBRATIONS”. TWMS Journal of Applied and Engineering Mathematics 9/4 (December 1, 2019): 735-746. https://izlik.org/JA67SP64MA.
JAMA
1.Bayındır C. EFFECTS OF GROUND WATER TABLE AND GROUND INCLINATION ON TRAIN INDUCED GROUND-BORNE VIBRATIONS. JAEM. 2019;9:735–746.
MLA
Bayındır, C. “EFFECTS OF GROUND WATER TABLE AND GROUND INCLINATION ON TRAIN INDUCED GROUND-BORNE VIBRATIONS”. TWMS Journal of Applied and Engineering Mathematics, vol. 9, no. 4, Dec. 2019, pp. 735-46, https://izlik.org/JA67SP64MA.
Vancouver
1.C. Bayındır. EFFECTS OF GROUND WATER TABLE AND GROUND INCLINATION ON TRAIN INDUCED GROUND-BORNE VIBRATIONS. JAEM [Internet]. 2019 Dec. 1;9(4):735-46. Available from: https://izlik.org/JA67SP64MA